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PZ2021-161
DATE: June 21, 2021 TO: Planning Commission FROM: Chris Boone, Director of Planning and Community Development SUBJECT: To consider a request for Preliminary Plat approval of Kingswood Place Subdivision, Phases 11-V, Beaumont, Jefferson County, Texas. FILE: PZ2021-161 Preliminary Plat — Kingswood Place Subdivision, Phases 11-V STAFF REPORT Daniel Dotson, P.E. of Fittz & Shipman, hie., has requested Preliminary Plat approval of Kingswood Place Subdivision, Phases 11-V. This 26.52 Acre development will connect Kingswood Drive to Minner Drive and consists of 119 residential lots. All lots meet the minimum requirements for a residential lot. Section 26.02.002(a)(7) of the Subdivision Ordinance states, "Pi-oposedplan of subdivision ... shall show how the streets and easements in the subdivision will connect with those in the surrounding subdivisions. " And Section 26.03.001(3)(C) states, "The subdivision plat shall provide for the logical extension of abutting andproposedutilities and drainage easements and improvements in order, to provide for system continuity and to promote future development of adjacent areas. " The plat does not comiect Trevor Trace to Beaumont Drive. Staff recommends that the plat be redesigned to connect with Beaumont Drive or justification must be provided for not doing so. In addition, the plat refers to HP pipe and HDPE, neither of which is approved for use in the City of Beaumont. City Engineering and water have requested that minor changes be made in the legend and other text on the plat. The Planning staff recommends approval with the following conditions: 1. Connect Trevor Trace to Beaumont Drive or provide justification for not doing so. 2. Legend will need to be updated to include: F.O., MH, SL, & BSL, 3. Water mains between two lots, must be eased and a 10' exclusive water line easement shall be dedicated. If the water main is not eased then a 20' exclusive water line easement must be dedicated. water line shall be located in the center of the easement. 4. Unnecessary dead ends of water lines should be eliminated where ever possible. 5. Lift station need to be located within a utility easement. 6. Utility easements should split utilities evenly. 7. Remove HP Pipe and 1JDPE from the plat and correct spelling of Water Valve in the Legend. This item was sent to all interested parties. Exhibits are attached. GENERAL INFORMATION/PUBLIC UTILITIES APPLICANT: Daniel Dotson, P.E. of Fittz & Shipman, Inc. PROPERTY OWNER: Tom Cockerill LOCATION: Extension of Kingswood & Minner Drives EXISTING ZONING: R-S (Residential Single -Family Dwelling District) PROPERTY SIZE: 26.52 acres, more or less EXISTING LAND USES: Vacant FLOOD HAZARD ZONE: "X" - Areas determined to be outside 500-year floodplain URROUNDING LAND USES: SURROUNDING ZONING: NORTH: Residential R-S (Residential Single -Family Dwelling District) EAST: Residential R-S SOUTH: Residential R-S WEST: Residential R-S COMPREHENSIVE PLAN: Stable Area STREETS: Kinp-swod Drive — Extended Collector with a 60'right-of way and a 3 8' pavement width. Minner Drive — Extended Collector with a 60' right-of-way and a 3 8' pavement width. Barbara Way — Collector with a 60' right-of-way and a 3 8' pavement width. Jane Drive — Local Street with a 50' right-of-way and a 28'pavetyient width. Dahlia Lane -- Local Street with a 50' right-of-way and a 28'pavement width. DRAINAGE: WATER & SANITARY SEWER SERVICE: Trevor Trace — Local Street with a 5 0' right-of-way and a 2 8' pavement width. Curb & gutter Extension of City water and Sanitary Sewer BEAUMONT Planning & Community Development Property Information SUBDIVISION APPLICATION App�,,.U-o Prints on I q-1sre Page X Preliminary Plat 11 Amended Plat* D Final Plat* 0 Replat* 0 Minor Plat* 0 Vacate Plat Subdw.h,ft Name Address/ Location Kingswood Subdivision Phase 11-V Kingswood Dr., Minner Dr, Barbara Way, Trevor Trace, Jane Dr., Dahlia Ln. Wife); oh,6(s)l 29-91; 11-66 Block 1; Block 2 P of Acres: # of Wes: H of unifto 26.52 119 %pplicant Information Varna: Daniel Dotson, P.E. filtz & Shipman, Inc. 14.I1Tn9Addr-- clty: state: ZIP: 1405 Cornerstone Ct, Beaumont TX 77706 PhD-: E-11; 409-832-7238 ddotsori@fltt/-shlpman.com Owner Information Name; Company: Tom Cookerill DRC Construction, LLC &1.hTnXA1fdreoj: mr. State' ZIP: 6710 Eastex Fwy. Beaumont TX 77708 --ih.n Email: 409-554-8135 tom@dre-construction.com Date Dart Applicant check City Check (V) Checklist of items required on PLAT to be flied*: 1. Title or name of plat, meridian north point, scale of map and vicinity map. 2. Definite legal description and identification of the tract being subdivided. 3, All block, lot and street boundary lines referenced to Texas State Plane Coordinate System, 4. Building Lines and easements, S. Actual width of all streets, measured at right angles or radially, where curved, shown on map 6. All necessary dimensions accurately displayed 7. Names of all streets and adjoining subdivisions shown on map 8. Flood zones and boundaries, if applicable, shown on map. Elevations for full subdivislons. 9. Addresses clearly displayed 10. Certificate of ownership signed, stamped and notarized 11. Certificates of approval from City and county shown on map 12, All legal restrictions and regulations placed on the approval of plat shown clearly on map Checklist of items required on Preliminary Plat map: X 1. Title or name of plat, meridian north point, vicinity map and name and signature of owner. X 2. Written evidence of ownership. —i. X V1- Scaleofmap shown an rnap, map to be drawn on a scale of one hundred (100) feet to Inch or larger. X 4. Location of existing blocks, lots, alleys, easements, building lines, natural features and buildings. X 5. Existing and proposed streets with street names. X V 6. Plan of subdivision with blocks, lots, alleys, easements, building lines, parks, dimensions and addresses. X 41 7. Location of existing and proposed sewers, water, gas mains, as well as storm and drainage easements. X j 8. Topography if the surface is markedly uneven. X 9. Boundaries and elevations of all areas located In the flood hazard and flood zones for all areas. X N/ 10, Location of all existing pipeline easernents with size, type of product and pressure. —H —Name of registered surveyor/engineer responsible for preparing the plat. X 12, List of all restrictive covenants, conditions, and limitations to govern property being subdivided. 0971 Initial Plats (origin at signed document) to be riled must be a cc a mpanlad by fit Ing fees (City a County), tax certificates, digit a) files (CAD, pdf and shapefil e), and 2 copies of the plat. Ignture of re,sp.nrlti. ErSo.r/sury.y., Date Planning Apfalh ation Ac e tah= PLANNING & COMMUNITY DEVELOPMENT Revised 3/2020 T 409.880.3100 F 4ncl.880,3133 Ronald n����K�LS.(1948-1987) Terry G.Shipman, P�Senior Consultant Bernardino C,Tristan, ��Chief Executive officer Planning Department City ofBeaumont P. O. Box3287 Beaumont, Texas 77701 RE: KUngsvvoodSubdivision.PhaseU-V Preliminary Plat INTIMMOVIIIIIIIIIIII Consulting Engineers andLandSurvqors Daniel & Dotson, ��President Donald uKing, PE.Vice President FS Proj.Nm.21DO7 Submitted for Your review and comment are fivePreliminary lad and the $350.00 processing fee for the proposed Subdivision titled located on the east side of Garner Road, will be an extension of Kingswood Drive and Minner Drive. The subdivision consists of26.52 acres and will be developed as 119 single family lots for residential construction in four/4\ separate phases. Street Right-of4&ay'ovviU be6D foot wide with a 38 foot wide oononaba pavement for the minor collector streets 0ngawood Dr|ve, W1inner Drive and Barbara Way. Street Right-of4Abay's will be 50 foot vv|dm with a 28 foot wide concrete pavement for the naa|donUe| streets Trevor Trace, Jane Drive and Dahlia Lane. Owner ofthe Project is: DRC CONST0UCTON.LLC ATTN: TomCorkedU 6710EemhexFwv. Beaumont, Texas 77708 Phone: (409)554-8135 Preliminary drainage calculations are attached and have also been forwarded to the City ofBeaumont Engineering Department. Please contact meregarding questions orcomments. 8incemly, Fittz &Shipman Inc. Project Engineer for the Firm Attachments: 9 $3S0.00filing fee +$37Address Review Fee o 5prints — Preliminary Plat * 1Preliminary Plat (reduced size) * 3set Preliminary drainage computations * 1 CDwith PDFcopies and Shape File 1405 Cornerstone Court ' Beaumont, Texas 77706'(409)02-7238'Fax (409)02-7303 Texas Boord of Professional Engineers Firm No. 7/60'Texas Board ofProfessional Land Surveyors Firm No. 700786 CITY PLANNING AND ZONING _- --MAOff IYPARK � 1 COMMISSION APPROVAL VOL 10, PG. 47, M.RJ.C.T. Tres ISTa CExT�rtiurxiiE CRr c� .TECAS. wu \\ APPR4VE'JTTRS P4ATAISS - _ �� @r TESiX1aNYbt4�RE�.SMrT�SSTtE OPPCEiL57Tl�SlR;€#Tr� � �� BTQWNG �T1-�GrfYC�-rFXR.i. 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J ✓ s+�-aesrwr ea -a Gfmm- n arm = er a us ti& r�xttTExas 544 VOL $, P&.1&. Rl.R.dCT 2�.• 22 5340 a i E �"$ $3T�x rrTffar 43 > 23 �x sam t SURVEYORS CERTIFICATE LANCASiER Ya 3 exod � i � i E put �� � �H $ 1 _ fay SxRT,FffiltiE BRA(5J£a01�Y G{RM'2W\TTtPiAF R'P2Eaia'ARALTWtSEA21+£C t�"ar c7 324RY 4. 340 +° /i,� msf UAFEC4 Tt GRal,9[,A'@J AEO]RDk.GTatAW, ANDT#tT T3ElAdtE"OEA GS NID {A, SWATHE %. 24 �C�7$ CRTKtTCs AE€TRfIiY0E5(RSE4 JSlSf ASlPa[FOaRS€TTtL.GNFHi@RMYIW�hfl a dye 0 Gp}P4 SEAL T'rss_aAY tF ,2CRf. 4 ® $4t i a Y o 541 Tg a64blT6f :}'"fn 52E I 45 5�0 - � aY' B•sAN � TsirY �d lG, 1ffd3 T. ti=O. , c, BE RECO RECORDED =� savaae � ass' -�, � 4e�'' � 62 `� {74 . \ O USED FOR r vNl OTHER FL,=t OS ! ( F_ 505 a I � f' ! rr t vS \ aWrrt REG.SISiED PROFE53RNAl.tAx@SURVE'ICR N[i5tet ' j - ^i 2§ 4F# 73 S§73 s( 4{3 su35eiu®£U ANb54S9RN TaaEFORE xE SY eetcHa.Lt&aRnacN ava GiVENUNLER �- i S ci Q }� ^! F€ tzoeom 45 mµ as �6 P..�7Z MY£1ANNU ANp d€AIaF @F€ttE. TFGS�HAYOF_�2a?i. O �- p - I41 27 w. 6 A" `__ "'= a ~\ Tzest 0�'iB Asa n $372 H S2t� _ a _ ( 5370 =, igay. R` 5345 Q 2 0 42ftW" ° }ZR.ar _ u38 caar I 2a TNErwAT€tt j� saAL '1 a kF� NOTARY PUBUCINANOFORSTATEGETEXAS -i S37$; j dO,h)d "6 #3 _ � �y a7 $3l8 i r, A {} k aeYcorsalsslaN Er.PwEs N a In _ ® e ssoT - 5 aim BOITe 49 Y w.j� }?D.00' TSWY 51` Y $3z4 (DATE] �W { a V� $375 x95 71 W a�.a-.�i's'P'i'mtu' TaSsm• }3 }Y �5�1$ w � ssaf! �� ta�v i � �� �';� SaoS 35 Na®s ' 50 ( Isi:m' ss.ao^ at 49 $. 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